Bridge Statistics for Mobile, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 15207,  Location: 1.0 MI E OF SNOW RD (Lat: 30.710253,  Lng: -88.260092),  Route carried "on" structure: County highway 70,  Year Built: 1990,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 10,781 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,020 (year 2040),  Design Load: HS 20,  Features Intersected: PIERCE CREEK,  Facility Carried by Structure: TANNER WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $473,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $520,000 ( Estimate for 2022)

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Structure Number: 15227,  Location: 0.3 MI W STANTON RD (Lat: 30.707725,  Lng: -88.101056),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 14,377 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,128 (year 2042),  Design Load: HS 20,  Features Intersected: THREE MILE CREEK,  Facility Carried by Structure: FILLINGIM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.59m (31.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,170,000,  Roadway Improvement Cost: $217,000,  Total Project Cost: $2,387,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15302,  Location: 2.2 MI E US 90 (Lat: 30.604550,  Lng: -88.148617),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 94,538 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 141,807 (year 2038),  Design Load: HS 20,  Features Intersected: HALLS MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.695,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $8,661,000,  Roadway Improvement Cost: $866,000,  Total Project Cost: $9,527,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15303,  Location: 3.9 MI E US 90 (Lat: 30.622478,  Lng: -88.129897),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 94,538 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 141,807 (year 2038),  Design Load: HS 20,  Features Intersected: MOORES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.318,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $6,022,000,  Roadway Improvement Cost: $602,000,  Total Project Cost: $6,624,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15368,  Location: 0.5 MI S OLD MILITARY RD (Lat: 30.533500,  Lng: -88.157944),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 24 (year 2021),  Average Future Daily Traffic: 36 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: BOWERS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $420,000 ( Estimate for 2022)

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Structure Number: 1543,  Location: 0.2 MI E US 43 (Lat: 30.733986,  Lng: -88.044756),  Route carried "on" structure: US 90,  Year Built: 1991,  Status: Open,  Structure Length: 222.23m (729.10ft),  Average Daily Traffic: 18,954 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,431 (year 2039),  Design Load: HS 20,  Features Intersected: MOBILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.056,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 182.9m (600.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 30,  Length of Maximum Span: 237.7m (779.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 222.23m (729.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $140,191,000,  Roadway Improvement Cost: $14,019,000,  Total Project Cost: $154,210,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15431,  Location: 1.08 MI. N. OLD SHELL RD (Lat: 30.705194,  Lng: -88.174242),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 22,494 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,516 (year 2041),  Design Load: HS 20,  Features Intersected: THREE MILE CREEK,  Facility Carried by Structure: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.68m (15.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,944,000,  Roadway Improvement Cost: $394,000,  Total Project Cost: $4,338,000 ( Estimate for 2022)

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Structure Number: 15432,  Location: 1.20 MI. N. OLD SHELL RD (Lat: 30.706731,  Lng: -88.173989),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 22,494 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,516 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: UNIVERSITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $735,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $809,000 ( Estimate for 2022)

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Structure Number: 15433,  Location: 0.8 MI N JCT US 98 (Lat: 30.700472,  Lng: -88.077189),  Route carried "on" structure: US 45,  Year Built: 1991,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 12,914 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,371 (year 2038),  Design Load: HS 20,  Features Intersected: THREE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.479,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $4,440,000,  Roadway Improvement Cost: $444,000,  Total Project Cost: $4,884,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15508,  Location: DN TWN MOB TO CHICKASAW (Lat: 30.752197,  Lng: -88.092150),  Route carried "on" structure: Interstate 165,  Year Built: 1994,  Status: Open,  Structure Length: 747.16m (2451.31ft),  Average Daily Traffic: 22,113 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,170 (year 2039),  Design Load: HS 20,  Features Intersected: MULTIPLE STREETS,STREAMS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 48,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 122,  Number Of Approach Spans: 193,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 747.16m (2451.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: May 2019,  Bridge Improvement Cost: $297,147,000,  Roadway Improvement Cost: $29,715,000,  Total Project Cost: $326,862,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15519,  Location: 1.2 MI N JEFF HAMILTON RD (Lat: 30.642175,  Lng: -88.295906),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 120 (year 2020),  Average Future Daily Traffic: 178 (year 2040),  Design Load: HS 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: JOHNSON ROAD W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $879,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $967,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15574,  Location: CHICKASAW TO DWN TWN MOB (Lat: 30.751758,  Lng: -88.092489),  Route carried "on" structure: Interstate 165,  Year Built: 1994,  Status: Open,  Structure Length: 741.70m (2433.40ft),  Average Daily Traffic: 22,113 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,170 (year 2039),  Design Load: HS 20,  Features Intersected: MULTIPLE STREETS,STREAMS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 56,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 122,  Number Of Approach Spans: 195,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 741.70m (2433.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: May 2019,  Bridge Improvement Cost: $294,977,000,  Roadway Improvement Cost: $29,498,000,  Total Project Cost: $324,475,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15871,  Location: 1.3 MI. W. US 98 (Lat: 30.719750,  Lng: -88.175697),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,345 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,434 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: OVERLOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $502,000 ( Estimate for 2022)

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Structure Number: 15977,  Location: 5.8 MI S I-10 (Lat: 30.560383,  Lng: -88.089319),  Route carried "on" structure: State highway 163,  Year Built: 1995,  Status: Open,  Structure Length: 112.32m (368.50ft),  Average Daily Traffic: 7,791 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,687 (year 2039),  Design Load: HS 20,  Features Intersected: DOG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.064,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 47.5m (155.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 36,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 112.32m (368.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $57,762,000,  Roadway Improvement Cost: $5,776,000,  Total Project Cost: $63,538,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16035,  Location: MOBILE/BALDWIN CO LINE (Lat: 30.684917,  Lng: -88.010794),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 44.21m (145.05ft),  Average Daily Traffic: 12,697 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,045 (year 2040),  Design Load: HS 20,  Features Intersected: TENSAW/SPANISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.099,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 8.0m (26.2ft), Horizontal Clearance: 35.0m (114.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 44.21m (145.05ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $12,732,000,  Roadway Improvement Cost: $1,273,000,  Total Project Cost: $14,005,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16182,  Location: 2.6 MI N BANKHEAD TUNNEL (Lat: 30.723769,  Lng: -88.058772),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 1,761 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,625 (year 2042),  Design Load: HS 20,  Features Intersected: THREE MILE CREEK,  Facility Carried by Structure: US 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2020,  Bridge Improvement Cost: $4,913,000,  Roadway Improvement Cost: $491,000,  Total Project Cost: $5,404,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16291,  Location: 0.4 MI W OF OVERLOOK RD (Lat: 30.720750,  Lng: -88.162469),  Route carried "on" structure: US 98,  Year Built: 1997,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 34,444 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 51,666 (year 2038),  Design Load: HS 20,  Features Intersected: UNIVERSITY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.764,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.46m (27.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,569,000,  Roadway Improvement Cost: $557,000,  Total Project Cost: $6,126,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16421,  Location: 0.2 MI N ZEIGLER BLVD (Lat: 30.716294,  Lng: -88.165417),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 17,869 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 26,625 (year 2041),  Features Intersected: BRANCH,  Facility Carried by Structure: UNIVERSITY BLVD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000 ( Estimate for 2022)

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Structure Number: 16462,  Location: 0.4 MI W DEMETROPOLIS RD (Lat: 30.606975,  Lng: -88.160122),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,032 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,458 (year 2041),  Design Load: HS 20,  Features Intersected: HALLS MILL CREEK,  Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.56m (18.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,412,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $1,553,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16555,  Location: 0.4MI E CODY RD (Lat: 30.640308,  Lng: -88.201342),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 29,843 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,466 (year 2041),  Design Load: H 20,  Features Intersected: MILKHOUSE CREEK,  Facility Carried by Structure: COTTAGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.34m (14.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,379,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $2,617,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17071,  Location: 0.38MI W OF CODY RD (Lat: 30.654017,  Lng: -88.213889),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,550 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,303 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB TO SECOND CREEK,  Facility Carried by Structure: CREEKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,032,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,135,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17171,  Location: 1.6 MI N HAMILTON BLVD (Lat: 30.572556,  Lng: -88.134400),  Route carried "on" structure: State highway 193,  Year Built: 1999,  Status: Open,  Structure Length: 17.43m (57.19ft),  Average Daily Traffic: 12,561 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,842 (year 2038),  Design Load: HS 20,  Features Intersected: RABBIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.801,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.14m (59.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $5,224,000,  Roadway Improvement Cost: $522,000,  Total Project Cost: $5,746,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17172,  Location: 1.2 MI S I-10 (Lat: 30.581331,  Lng: -88.140292),  Route carried "on" structure: State highway 193,  Year Built: 2000,  Status: Open,  Structure Length: 36.21m (118.80ft),  Average Daily Traffic: 12,561 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,842 (year 2038),  Design Load: HS 20,  Features Intersected: RATTLESNAKE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.927,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 36.21m (118.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $10,428,000,  Roadway Improvement Cost: $1,043,000,  Total Project Cost: $11,471,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17173,  Location: 0.7 MI S I-10 (Lat: 30.588678,  Lng: -88.145239),  Route carried "on" structure: State highway 193,  Year Built: 1999,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 12,672 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,008 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RR / TILLMANS CRN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.846,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.99m (59.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,182,000,  Roadway Improvement Cost: $518,000,  Total Project Cost: $5,700,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17177,  Location: .07 KM W OF MCVAY DRIVE (Lat: 30.649869,  Lng: -88.113997),  Route carried "on" structure: Bypass City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,497 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,002 (year 2042),  Design Load: HS 20,  Features Intersected: BOLTON'S BRANCH TRIBUTAR,  Facility Carried by Structure: BOLLING BROTHERS B
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.47m (4.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $704,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $774,000 ( Estimate for 2022)

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Structure Number: 17199,  Location: 0.8KM S OF US HWY 90 (Lat: 30.652436,  Lng: -88.117717),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,983 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,982 (year 2042),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SATCHEL PAIGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.47m (4.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $834,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $917,000 ( Estimate for 2022)

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Structure Number: 172,  Location: 0.1MI. W OF DEMETROPOLIS (Lat: 30.618431,  Lng: -88.158572),  Route carried "on" structure: Business City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,648 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,925 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: GIRBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $572,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $629,000 ( Estimate for 2022)

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Structure Number: 17201,  Location: 0.3 MI S.HIGHCREST DR. (Lat: 30.626347,  Lng: -88.162000),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,816 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,706 (year 2041),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: YORKWOOD DRIVE S.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $701,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $771,000 ( Estimate for 2022)

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Structure Number: 17308,  Location: 1ST DRAIN S OF GRELOT RD (Lat: 30.659836,  Lng: -88.220406),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 912 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,355 (year 2040),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: STONE HEDGE DR
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $774,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $851,000 ( Estimate for 2022)

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Structure Number: 17454,  Location: +/- 380' E OF SCHILLINGER (Lat: 30.661372,  Lng: -88.223956),  Route carried "on" structure: County highway ,  Year Built: 1989,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 17,665 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,244 (year 2040),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: GRELOT RD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,248,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,373,000 ( Estimate for 2022)

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Structure Number: 17455,  Location: +/-1750' E OF SCHILLINGER (Lat: 30.661239,  Lng: -88.220006),  Route carried "on" structure: County highway ,  Year Built: 1989,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,665 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,249 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF SECOND CREEK,  Facility Carried by Structure: GRELOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $764,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $840,000 ( Estimate for 2022)

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Structure Number: 17497,  Location: 0.1KM N OF MUSEUM DR (Lat: 30.705664,  Lng: -88.164953),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 939 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,399 (year 2041),  Design Load: HS 20,  Features Intersected: 3-MILE CREEK,  Facility Carried by Structure: GAILLARD DR
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $554,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 17571,  Location: 0.15 MILES N OF MUSEUM DR (Lat: 30.705911,  Lng: -88.164892),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 939 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,440 (year 2041),  Design Load: HS 20,  Features Intersected: THREE MILE CREEK,  Facility Carried by Structure: GAILLARD DR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $347,000 ( Estimate for 2022)

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Structure Number: 17572,  Location: 200' N OF HALLS MILL RD. (Lat: 30.645367,  Lng: -88.113022),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 3,100 (year 2022),  Average Future Daily Traffic: 4,619 (year 2042),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SATCHEL PAIGE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $523,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $575,000 ( Estimate for 2022)

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Structure Number: 17839,  Location: 0.8 MI E OF SCHILLINGER (Lat: 30.635933,  Lng: -88.214328),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 23,460 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,860 (year 2040),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: COTTAGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,417,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $2,659,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17856,  Location: 0.1 MILE E OF MAGNOLIA RD (Lat: 30.671806,  Lng: -88.108333),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 7,511 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,191 (year 2042),  Design Load: HS 20,  Features Intersected: ESLAVA CREEK,  Facility Carried by Structure: COTTAGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.099,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $855,000 ( Estimate for 2022)

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Structure Number: 17857,  Location: 0.9 MILE S OF CRAFT HWY (Lat: 30.718731,  Lng: -88.065586),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 1,738 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,589 (year 2042),  Design Load: HS 20,  Features Intersected: THREE MILE CREEK,  Facility Carried by Structure: CONCEPTION ST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.799,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.28m (33.73ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: November 2019,  Bridge Improvement Cost: $2,539,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $2,793,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17858,  Location: N E QUAD.UNIV.BLVD./OLD S (Lat: 30.689886,  Lng: -88.173114),  Route carried "on" structure: ServiceCity street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 4,894 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,292 (year 2041),  Design Load: HS 20,  Features Intersected: TWELVE MILE CREEK,  Facility Carried by Structure: SERV RD UNIV SH VI
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $6,423,000,  Roadway Improvement Cost: $642,000,  Total Project Cost: $7,065,000 ( Estimate for 2022)

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Structure Number: 18556,  Location: 0.5 MI W I-65 (Lat: 30.650169,  Lng: -88.126186),  Route carried "on" structure: ServiceUS 90,  Year Built: 2004,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,847 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,271 (year 2038),  Design Load: HS 20,  Features Intersected: WRAGG SWAMP CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.880,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.14m (23.43ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $1,761,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,937,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place